Attachment 4.pdf

                                                                                                                                                                               T O O L A R                                                                                                           S T R E E T
                                                                                                                                                                                                                                                                                                           NOTE:
                                             REMOVE EXISTING REDUNDANT CROSSOVER                                                                                                                                                                                                                           UNIT BINS WHEEL TO KERB DAY
                                             TO MATCH ADJACENT GUTTER                                                                                                                                                                          1,500                                                       OF PICKUP ONLY
                                                                                   13                                                                                                              RL 12.44                                                                                                12




                                                                                                                                                                                                                                                                                                 1,500
                                                                               1                     2                                  3                    4                                       5                       6
                                                                                                                                                                                                                         7,000                                           7                                             8                           9                              10                     11

                                                                                                                                                             LANDSCAPED BATTERED BANK                                                                                                                                                                                                                                             LANDSCAPED BATTERED BANK
                                                                                                                                                             TO SUIT LEVELS                                                                                                                                                                                                                                                       TO SUIT LEVELS
                                        1,500                                                                                                                                                                                                                                                                                                                                      1,500
                                                                                                                                                                                                                       RL 13.00 89O 59'                                                         MAILBOXES IN POST & RAIL FRAME
                                  RL 13.87                                                                                                                                            RL 13.20                                                                                                                                                                                                                                              RL 12.28                                                                                                                                                                            89O 59'
                                                                                                                                                                                                                               (40.234)                                                                                                                                                                                                                                                                                                                                                                                        (40.234)
                                                                                                                                                                                                                  RETAINING WALL
                                                                                                                                                                                                                  BEHIND
                                                                                                                                                                                                                  BATTERED BANK
                                                14
                                    6,500




                                                                                                               F                                                               F                                                                                                                 F                                                                            F
                                                                                                 F                                                                                    VERTICAL
                                                                                                                                                                                          F    GARDEN TO LSA            F                                                                                                                                                              F
                                                                                                                                                                                      DETAIL     VERTICAL GARDEN TO LSA
                                                                                                                               POS                     POS                                       DETAIL                                                                                                                POS                             POS
                         RL 14.00
                         A                                                                                                                                                                                                                                                                                                                                                                                                                             A




                                                                                                                                                                                                                                                   SHARED PEDESTRIAN ZONE KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                               RL 13.00
                                                                                                                                                                                                                         xx m wide                                                                                                                                                                                                             LANDSCAPED BATTERED BANK
                                                                                                                                                                                                                        DRIVEWAY                                                                                                                                                                                                               TO SUIT LEVELS
                                                                                                                UNIT 1                                       UNIT 2                                                                                                                                        UNIT 3                                            UNIT 4                                                                                                                                                                                                                  174 m2                                                                          174 m2
                                                                                                                                                                                                                KERB




                                    RL 14.50
                                    14,310




                         B                                                         2,100 - 920



                                                                                                                         A/C HIGH                   A/C HIGH
                                                                                                                                                                                           2,100 - 920                                                                           2,100 - 920



                                                                                                                                                                                                                                                                                                                       A/C HIGH                         A/C HIGH
                                                                                                                                                                                                                                                                                                                                                                                           2,100 - 920


                                                                                                                                                                                                                                                                                                                                                                                                                                                       B                                                                                                        2,100 - 920                         2,100 - 920                              2,100 - 920                                              2,100 - 920




                                                                                                                          LEVEL                      LEVEL                                                               5,354                                                                                          LEVEL                            LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING 1800h SCREEN FENCE
                                                                                                                                                                                                                                  RL 14.00



                                                15
                                RL 15.00

                         C                                                                                                                                                                                                                                                                                                                                                                                                                             C
                                                                                                                                                                  RL 14.675
                                                                                                                                                                                                                   DRIVEWAY                                                                                 RL 13.775
                                                                                                                                                                                        RL 14.50                                                                                                                                                                                                   RL 13.54
                                               359O 59'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     359O 59'
                                               (50.222)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (50.222)
                                                                                                                                                                                                                                                                                                                                                  RL 14.00
                                                                                                                                     1:10 FALL




                                                                                                                    RL 15.00




                                                                                                                                                                                                                                                                                                                                                                                                          179O 59'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    179O 59'
                                                                                                                                                                                                                                                                                                                                                                                                          (50.222)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (50.222)
                                                                                                                                                                                                                         UNDERGROUND
                                                                                                                                                                                                                         TANK SIZE TBA
                                    7,571




                                                                                                                                                                                                                                                                                                                                  1:10 FALL




                                                                                                                                RL 15.02                                                                                                                                                       RL 14.47

                         D                                                      VISITOR                                                                                                                                                                                                                                                                                       VISITOR                                                                  D
                                                                                                                                                                                                                        FEATURE TREE
                                                                               PARKING 1                                                                                                                                                                                                                                                                                     PARKING 2
                                                 EXISTING 1800h SCREEN FENCE




                                 RL 15.50
                         E                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                           1:30 FALL
                                                                                                                                                                          1:30 FALL




                                                                                                                                                                                                                                                                           1:30 FALL




                                                                                                                                                                                                                                                                                                                                      1:30 FALL
                                                                                                                                                                                                    1:30 FALL




                                                                                                                                                                                                                                                                                                                                                             1:30 FALL
                                                                                                                                                 1:30 FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING BOUNDARY FENCE
                                                                                                                   1:30 FALL




                                                                                                                                                                          A/C HIGH                                                                                                                       A/C HIGH
                                                                                                                                                                                                                                                                                                                                                                                                                                            RL 14.00
                         F                                                                                                                                                                                                                                                                                                                                                                                                                             F
                                                                                                                                                                           LEVEL                                                                                                                          LEVEL
                                                                                                                                        A/C HIGH                                                                                                                                                                                     A/C HIGH
                                                                                                                                         LEVEL                                                                                                                                                                                        LEVEL



                         G                                                                                                                                                                                                                                                                                                                                                                                                                             G
             EXISTING BOUNDARY FENCE
                                             16                                                                    UNIT 5                                                             UNIT 6                                                                 UNIT 7                                                                                 UNIT 8
                                    RL 16.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DEVELOPMENT DATA - NOOSA SHIRE COUNCIL
             LANDSCAPED BATTERED BANK                                                                                                                                                                                                                                                                                                                                                                                                                                         SITE ADDRESS: 25- 27 TOOLAR STREET, TEWANTIN QLD 4565                                                                                     434 m2
             TO SUIT LEVELS                                                                                                                                                                                                                                                                                                                                                                                                                                                   RPD : LOTS 1& 2 ON RP 73072
                         H                                                                                                                                                                                                                                                                                                                                                                                                                             H                      SITE AREA : 2020 sqm
                                                                                                                                                                                                                                                                                                                                                                                                                                            RL 14.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ZONING: MEDIUM DENSITY RESIDENTIAL
                         I                                                                                                                                                                      OPEN DECK WITH                              OPEN DECK WITH                                                                                                                                                                                             I
                                                                                                                                                                                                  ROOF OVER                                   ROOF OVER                                                                                                                                                                                                                       SITE COVERAGE
                                                                                                         OPEN DECK WITH                                                                                                                                                                                                                                          OPEN DECK WITH
                                                                                                           ROOF OVER                                                                                                                                                                                                                                               ROOF OVER                                                                                                  SITE AREA                             =     2020 sqm
                                        7,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PERMISSIBLE SITE COVERAGE             =     808 sqm (40%)
                                                                                                                                                               300 STEP




                                                                                                                                                                                                                                 300 STEP




                                                                                                                                                                                                                                                                                                                       300 STEP
                                      6,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED SITE COVERAGE                =     855 sqm (42.3%)
                                  4,000




                                                                                                                      POS                                                                POS                                                                                     POS                                                                     POS
                                3,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GFA
                                                                                                                                                                                                                                                                                                                                                                                                                                            RL 14.92
                                                                                                                                                                                                         269O 59'                                                                                                                                                                                                                                                             UNIT 1         GF 55.20        FF 39.75     TOTAL 94.95                                                                             269O 59'
                                                                                                                                                                                                                                            PROPOSED 1800h SCREEN FENCE
                                    RL 16.48                                                                                                                                                             (40.234)                            RL 15.86                                                                                                                                                                                                                         UNIT 2         GF 55.20        FF 39.75     TOTAL 94.95                                                                             (40.234)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNIT 3         GF 55.20        FF 39.75     TOTAL 94.95
                                                                               3,000                                                                                                                                                                                                                                                                                                          3,000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNIT 4         GF 55.20        FF 39.75     TOTAL 94.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNIT 5         GF 73.43        FF 50.22     TOTAL 123.65
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNIT 6         GF 73.43        FF 50.22     TOTAL 123.65
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNIT 7         GF 73.43        FF 50.22     TOTAL 123.65
                                                                               1                     2                                  3                    4                                       5                       6                                           7                                             8                           9                              10                     11                                                                   UNIT 8         GF 73.43        FF 50.22     TOTAL 123.65

                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOTAL - GFA                                         874.16 (sqm)

                                                       1                                                                       SITE PLAN                                                                                                                                                                                                                                                                                                                                      (PLOT RATIO = 0.43 : 1 = (874.76 / 2020)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2                       SITE COVERAGE
                                                                                                                               Scale 1:200                                                                                                                                                                                                                                                                                                                                                                                                                                         Scale 1:200
                                                                                                                                                                                                                   UNITS 1-4 GOLD RATED                                                                                                                                                                                                                                       CARPARKING
                                                                                                                                                                                                                   UNITS 5-8 GOLD RATED                                                                                                                                                                                                                                       NUMBER OF DWELLINGS                   =     8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REQUIRED CARPARKING                   =     2 per DWELLING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NUMBER OF CARPARKS                    =     16 RESIDENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    =     2 VISITORS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING TITLE                                                                                                                        ISSUE                             REVISION
1:200 @ A1                   23/11/21
                                                                                                                                                                                                                                                                                                                                                  PROPOSED TOWNHOUSES                                                                                                                                                                                                                                                                                                                                                                 PRELIMINARY
FAS                      SP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               09/09/2021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12/07/2021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AREAS UPDATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AREAS UPDATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SITE                                                                                                                                 Do not scale this drawing

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SITE PLAN & SITE COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          F    24/03/2021            LHD GOLD RATING INCORPORATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E    05/03/2021            BUILDING GFA's AMENDED, SITE PLOT RATIO ADDED

10122/18
                                                                                                                                                                                                                                                                                                                                                  JAMESON / STIRLING                                                                                                      B    01/12/20              UNITS 5,6,7,8 AMENDED 300mm reduction
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAWING NO.           TP-0001-I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             /Volumes/RSA-Storage/ARCHICAD/RSA Jobs/ACTIVE/10122:18 SQUIRES, 25&27 TOOLAR STREET, TEWANTIN/ArchiCAD Files/211001.pln         1:53 pm   PLOTTED 23/11/21


[OCR of page images]
scale 1:200 @A1
design FAS

job number 10122/18

TOOLAR STREET

 

 

 

 

OTE:
REMOVE EXISTING REDUNDANT CROSSOVER UNIT BINS WHEEL TO KERB DAY
TO MATCH ADJACENT GUTTER 1,500 [OF PICKUP ONLY
RL 12.

LANDSCAPED BATTERED BANK LANDSCAPED BATTERED BANK
TO SUIT LEVELS TO SUIT LEVELS

1,500

RL 13.87. RL 13. RE 9° 59! LBOXES IN POST & RAIL io28

2

RETAINING Wi
IND OU

 

eS

Zz, . GARDEN T\

VERTICAL
DETAIL

   
   
   

 

 

 

 

 

 

 

 

 

     
   
  

  

89° 59'
40.

 
 
 
 

)

  

OO

   

ee ee

     

 

  
   
  
     

 

 

 

13.00
rm wide LANDSCAPED BATTERED BANK
DRIVEWAY. TO SUIT LEVELS
B) 3 |b — tor B
fm
e
ke
a
a
3B
RL1 8
C C —
DRIVEWAY a
r =| 8 =
mD
wo} S A
o|N wo N
LL 4 21S o oO
: ; : . ~ RL 14.47 z | <
| 2 Lf N\ TT
D _ VISITOR 7 - T= VISITOR D
Rk PARKING 1_; ———— = ARKING 2 fh TS __
( E }—— E
|
S| 8 |
3 z z
Qg S| TING BOUNDARY FENCE
Z 5
( F ) fal 1460 F
G G
EXISTING BOUNDARY FE!
Rut DEVELOPMENT DATA - NOOSA SHIRE COUNCIL
LANDSCAPED RED BANK SITE ADDRESS: 25- 27 TOOLAR STREET, TEWANTIN QLD 4565
TO SUIT 4 H RPD : LOTS 1& 2 ON RP 73072
14 SITE AREA : 2020 sqm
" ZONING: MEDIUM DENSITY RESIDENTIAL
| |
—_— __ SITE COVERAGE
OPEN DECK WITH
ROOF OVER __ SITE AREA = 2020 sqm
ee PERMISSIBLE SITE COVERAGE = 808 sqm (40%)
—— Do AEN Bee _ PROPOSED SITE COVERAGE = 855 sqm (42.3%)
POS 0.
14.92 GFA
UNIT 1 GF 55.20 FF 39.75 TOTAL 94.95
40.234) nose UNIT 2 GF 55.20 FF 39.75 TOTAL 94.95 (40.234)
3 UNIT 3 GF 55.20 FF 39.75 TOTAL 94.95
UNIT 4 GF 55.20 FF 39.75 TOTAL 94.95
UNIT 5 GF 73.43 FF 50.22 TOTAL 123.65
UNIT 6 GF 73.43 FF 50.22 TOTAL 123.65
UNIT7 GF 73.43 FF 50.22 TOTAL 123.65
1 2 10 \ 11 UNIT 8 GF7343 FF 50.22 TOTAL 123.65
TOTAL - GFA 874.16 (sqm)
(Ay SITE PLAN (PLOT RATIO = 0.43: 1 = (874.76 / 2020) (2) SITE COVERAGE
Nay, Scale 1:200 ay, Scale 1:200
UNITS 1-4 GOLD RATED CARPARKING
UNITS 5-8 GOLD RATED NUMBER OF DWELLINGS = 8
REQUIRED CARPARKING = 2per DWELLING
NUMBER OF CARPARKS = 16 RESIDENT
= 2VISITORS
Livable
Housing Australia
date 93/11/21 a amendments The Lock Up DRAWING TITLE ISSUE REVISION
project: PROPOSED TOWNHOUSES 301 main street SITE PRELIMINARY
H 09/09/2021 AREAS UPDATED .
G 12/07/2024 AREAS UPDATED kangaroo point 4169 Do not scale this drawing
drawn SP F 24/03/2021 LHD GOLD RATING INCORPORATED. brisbane qld aus
E 05/03/2021 BUILDING GFA's AMENDED, SITE PLOT RATIO ADDED S ITE PLAN & S ITE COVE R
B 01/12/20 UNITS 5,6,7,8 AMENDED 300mm reduction A.C.N. 011 030 292

client! JAMESON / STIRLING

  
   

ROBIN SPENCER ARCHITECTS PTY. LTD.

     

 

this drawing is copyright other than the purposes of and subject to the conditions prescribed by the Copyright
Act (Cth) this plan must not be used, adopted or reproduced in whole or in part without the consent in writing
of Robin Spencer Architects Pty. Ltd.

P: 3392 1066

F: 3392 1055

A.B.N. 11 011 030 292

E: [email protected]

 

 

DRAWING NO.

Nolumes/RSA-Storage/ARCHICAD/RSA Jobs/ACTIVE/10122:18 SQUIRES, 25&27 TOOLAR STREET, TEWANTIN/ArchiCAD Files/211001.pln

TP-0001-I

1:53pm — PLOTTED 23/11/2