Appendix A.pdf

                                                                                                                                                                                                                              T O O L A R                                                                                 S T R E E T
                                                REMOVE EXISTING REDUNDANT CROSSOVER
                                                TO MATCH ADJACENT GUTTER
                                                                                                       13                                                                                                                                  RL 12.44                                                                         12

                                                                                                                                                                                                                                                                                                                                                                                                                                LANDSCAPED BATTERED BANK
                                                                                                                                                                                                                                                                NOTE:                                                                                                                                                           TO SUIT LEVELS
                                                                                                                                                                                                                                                                UNIT BINS WHEEL TO KERB DAY
                                                                                                                                                                                                      LANDSCAPED BATTERED BANK
                                                 1,520                                                                                                                                                                                                          OF PICKUP ONLY
                                                                                                                                                                                                      TO SUIT LEVELS                                                                                                                                                                                                            1,520
                                                                                                                                                                                                                                                         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                                                                                                                F                                                                         F                                                                                                                F

                                                                                                                                               POS                          POS                                                                          BATTERED BANK                                                                                      POS                                      POS
                             RL 14.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL 13.00




                                                                                                                                                                                                                                                                                     PEDESTRIAN PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LANDSCAPED BATTERED BANK
                                                                                                                                                                                                                                                        4.5 m wide                                                                                                                                                                                                                                      TO SUIT LEVELS
                                                                                                                                UNIT 1                                                                UNIT 2                                            DRIVEWAY                                                            UNIT 3                                                                         UNIT 4                                                                                                                                                                                                                                 177 m2                                                                 177 m2
                                                                                   3000lt WATER TANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                   3000lt WATER TANK
                                          RL 14.50


                                                                                                                                                                                                                                                                              KERB
                                                                                                                                                                                                                                                            4,500
                                                                                                       2,100 - 920                                                                                                                        2,100 - 920                                             2,100 - 920                                                                                                                        2,100 - 920                                                                                                                                                                                    2,100 - 920                 2,100 - 920                    2,100 - 920                                                2,100 - 920



                                                                                                                                               A/C HIGH                      A/C HIGH                                                                                                                                                                       A/C HIGH                                 A/C HIGH
                                                                                                                                                LEVEL                         LEVEL                                                                                                                                                                          LEVEL                                    LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING 1800h SCREEN FENCE
                                                                                                                                                                                                       3000lt UNDER GROUND                                                                              3000lt UNDER GROUND
                                                                                                                                                                                                            WATER TANK                                                                                       WATER TANK
                                                                                                                                                                                                                                                                    RL 14.00



                                                   15
                                    RL 15.00


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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         359O 59'
                                                  (50.222)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (50.222)
                                                                                                                                                                                                                                                        DRIVEWAY                                                                                                                                RL 14.00
                                                                                                                                                          1:10 FALL




                                                                                                                                    RL 15.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                       179O 59'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        179O 59'
                                                                                                                                                                                                                                                                                                                                                                                                                                                       (50.222)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (50.222)
                                                                                                                                                                                                                                                                                                                                                                           1:10 FALL




                                                                                                                                                   RL 15.02                                                                                                                                                         RL 14.47

                                                                                                  VISITOR                                                                                                                                                                                                                                                                                                                   VISITOR
                                                                                                                                                                                                                                                          FEATURE TREE
                                        RL 15.50
                                                                                                 PARKING 1                                                                                                                                                                                                                                                                                                                 PARKING 2
                                                                                                                                                                                                                                                                                                                            1:30 FALL
                                                                                                                                                                                                                       1:30 FALL




                                                                                                                                                                                                                                                                                                  1:30 FALL




                                                                                                                                                                                                                                                                                                                                                                                    1:30 FALL
                                                                                                                                                                                                                                            1:30 FALL




                                                                                                                                                                                                                                                                                                                                                                                                           1:30 FALL
                                                     PROPOSED 1800h SCREEN FENCE




                                                                                                                                                                      1:30 FALL
                                                                                                                                   1:30 FALL




                                                                                                                                                                                                                     A/C HIGH                                                                                             A/C HIGH                                                                                                                                                                      EXISTING BOUNDARY FENCE
                                                                                                                                                                                                                      LEVEL                                                                                                LEVEL                                                                                                                                                                     RL 14.00
                  EXISTING BOUNDARY FENCE                                                                                                                    A/C HIGH                                                                                                                                                                                                            A/C HIGH
                                                                                                                                                              LEVEL                                                                                                                                                                                                               LEVEL




                                                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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SITE AREA : 2020 sqm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 14.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ZONING: MEDIUM DENSITY RESIDENTIAL
                                                                                                                                                                                  3000lt WATER TANK


                                                                                                                                                                                                          3000lt WATER TANK




                                                                                                                                                                                                                                                                                                                                        3000lt WATER TANK


                                                                                                                                                                                                                                                                                                                                                                        3000lt WATER TANK




                                                                                                                                                                                                                                          OPEN DECK WITH                   OPEN DECK WITH
                                                                                                                                                                                                                                            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                =     788 sqm (39%)
                                    4,000




                                                                                                                                      POS                                                                                           POS                                                                POS                                                                                             POS
                                  3,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GFA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 14.92
                                                                                                                                                                                                                                                269O 59'                   PROPOSED 1800h SCREEN FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 1         GF 56.75        FF 58.41     TOTAL 115.16                                                                      269O 59'
                                        RL 16.48                                                                                                                                                                                                (40.234)                    RL 15.86                                                                                                                                                                                                                                                   UNIT 2         GF 56.75        FF 58.41     TOTAL 115.16                                                                      (40.234)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 3         GF 56.75        FF 58.41     TOTAL 115.16
                                                                                                  3,000                                                                                                                                                                                                                                                                                                                                 3,000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 4         GF 56.75        FF 58.41     TOTAL 115.16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 5         GF 73.43        FF 56.77     TOTAL 130.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 6         GF 73.43        FF 56.77     TOTAL 130.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 7         GF 73.43        FF 56.77     TOTAL 130.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNIT 8         GF 73.43        FF 56.77     TOTAL 130.02

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TOTAL - GFA 980.72 sqm

             1                           SITE PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (PLOT RATIO = 0.48 : 1 = (980.72 / 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                     24/3/21
                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED TOWNHOUSES                                                                                                                                                                                                                                                                                                                                                                       PRELIMINARY                      TP-D
FAS                          SP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SITE                                                                                                                           Do not scale this drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TP-F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0001
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              /Volumes/RSA-Storage/ARCHICAD/RSA Jobs/ACTIVE/10122:18 SQUIRES, 25&27 TOOLAR STREET, TEWANTIN/ArchiCAD Files/210305 DA.pln        11:30 am   PLOTTED 24/3/21


[OCR of page images]
TOOLAR STREET

REMOVE EXISTING REDUNDANT CROSSOVER
TO MATCH ADJACENT GUTTER

RL 12.

    
 

LANDSCAPED BATTERED BANK
TE: TO SUIT LEVELS

LANDSCAPED BATTERED BANK NIT BINS WHEEL TO KERB DAY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
    
          

 

 

 

 

1,520 10 SUIT LEVELS PICKUP ONLY so
RL 13.87 RL 13 zr 90 49! BOXES IN POST & RAIL , 1298 390
=> 4 D
. 40.2
RETAINING Wi
IND
oy —
Oh} E-
E-
RL 14, O Ir =
=
| |
ae f
iz 13.00 i
. & LANDSCAPED BATTERED BANK
4.5 m wide |[a: | TO SUIT LEVELS |
iDRIVEWAY- 2 |
I : oe tl]!
Q }
oa f
Lu (Np
oe LS [ se BR L -i
JATER TAN! gq
O
O
O O
RL 15, oO
O
n 0
O
DRIVEWAY 7 q¥ BS
N N
= oO ] S BS
x oO RL 14.47 f © (te
_ VISITOR 71 ~ T= vISITOR | (| ~_]
7 | FEATURA TREE > Sa
PARKING 1 ARKING 2 | a
| CJ
Z OO 1 Oo
| _4a ie “EI SQ IPCI ee O
=]
Oo VALSLA OL
TING BOUNDARY FENCE
14.00 | O |
EXISTING BOUNDARY FE! WwW ' C1
g | |
a | LE
a A
® LY LY LS 4 OILS a |
2 4 | | a4
Rut DEVELOPMENT DATA - NOOSA SHIRE COUNCIL Kk + 4 | |
LANDSCAPED BATTERED BANK SITE ADDRESS: 25- 27 TOOLAR STREET, TEWANTIN QLD 4565 434 m? b 4.
TO SUIT LEVELS RPD : LOTS 1& 2 ON RP 73072 |!
1450 SITE AREA : 2020 sqm |!
=< + =< " ZONING: MEDIUM DENSITY RESIDENTIAL 777 LS in
“| OPEN DECK WITH OPENDECKWITH | = SSS SSS/ A/S) / LJ J LA ~T> |
—_ ROOF OVER ROOF OVER —_— SITE COVERAGE Joo
ore Nor cuen s __ SITE AREA = 2020 sqm
3 PERMISSIBLE SITECOVERAGE = —_—808 sqm (40%)
eo 8 _ PROPOSED SITE COVERAGE = 788 sqm (39%)
POS NON GRE IN INN N NINN NNN NNT . |}
. ( j 14.92 on . F j j
UNIT1 «GF 56.75. «FF S841 TOTAL 115.16 Added Dd lod Dodd lef dud Dab De Qed Soto d deff debs fdud tS PRED MDa be Qo Koto t
Go ©
UNIT 2 GF 56.75 FF 58.41 TOTAL 115.16 (40.234)
UNIT 3 GF 56.75 FF 58.41 TOTAL 115.16
UNIT 4 GF 56.75 FF 58.41 TOTAL 115.16
UNIT 5 GF7343 FF 56.77 TOTAL 130.02
UNIT 6 GF7343 FF 56.77 TOTAL 130.02
UNIT 7 GF7343 FF 56.77 TOTAL 130.02
UNIT 8 GF7343 FF 56.77 TOTAL 130.02
TOTAL - GFA 980.72 sqm
Ay SITE PLAN (PLOT RATIO = 0.48: 1 = (980.72 / 2020) (2 SITE COVERAGE
YK Scale 1:200 VDL LALDDAADPAAADPDPAADPDADDYYADAE KD 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
N
DRAWING TITLE ISSUE REVISION
scale 1:200 @A date 24/3/21 see amendments The Lock Up
project: PROPOSED TOWNHOUSES 301 main street SITE PRELIMINARY TP-F
| kangaroo point 4169 se draw
design FAS drawn SP E 24/03/2021 LHD GOLD RATING INCORPORATED brisbane qld aus Do not scale this drawing
E 05/03/2021 BUILDING GFA's AMENDED, SITE PLOT RATIO ADDED S ITE PLAN & S ITE COVE R
client: JAM ESON / STI RLI NG B 01/12/20 UNITS 5,6,7,8 AMENDED 300mm reduction A.C.N. 011 030 292 1
job number 1012/18 is ewig capri ith th purores of ar abet te conans pes ed he Copy A.B.N. 11011 030 292 DRAWING NO. 000
of Robin Spencer Architects Pty. Ltd.
ROBIN SPENCER ARCHITECTS PTY. LTD. P: 3392 1066 F: 3392 1055 E: [email protected] Nolumes/RSA-Storage/ARCHICADIRSA Jobs/ACTIVE/10122:18 SQUIRES, 25827 TOOLAR STREET, TEWANTIN/ArchiCAD Files/210305 DA.pin 11:30am ~—- PLOTTED 24/3/2]