Attachment F - Addendum to Engineering Report (00016989)

 

 

30-32 DOONELLA APARTMENTS

30-32 DOONELLA ST, TEWANTIN

LOT 32 RP 893427 & LOT 903 T 1631

PRELIMINARY STORMWATER DRAINAGE PLAN

RPEQ 9072

 

 

 

 

  

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Prepared by D Reynolds fseese CRATE ONEHON ? see ss a
Tod Consulting Pty Ltd - eoow
VA MMM 4 I
a fo 1 CI TORE, ie Overflow from ragawater
A A [J reer] 4 lank in Basement
| | qhuanao | | | Pipe leyel approx IL 6.2
| = St g 4
|
| J = 4
I 5 s
caRranx sens uf | H LOCATION PLAN
GATE UNDER se | Te ee NY SCALE 1:2000
keonitheear | PRVATE aes
LOWN TOBASEMENT \ 4 A CBURTYARD So AN g
TERRACED: = Sat SEIT Ly é
LANOSCAPS WALL. na ; — if WE ey
IMepoungaRY sotc0'or eat Ging eRe 1 q B : 4140 acetate lz
Lh. a 205: = >] L 3 BATTEN PRIVACY a3
OT : — tu RSs
— se Grated Drain ep] RNP DON 4 7 RETANEXSTING iQ
: ig Invert Level 5.5 dura ety" wy EN OmARY.
Rot ih \
nc LE ry cerebro +N yy vy Roof Water
El ie fi Nyy yi
fa > # ; ai r ie ve directed to|bio basin
! * .
8 —4 : TE wy . gy pit level RL 5.1
fi | aoe f ZAR IS 7 300mm detention depth z=
CONCRETE DRIVEWAY 34 E s. Z eusmucuacananta BiO Basin - 29m2 oF
z Sar 2 eo OB 5 3 5 2
ANDSCAPNG [| Gq = mw 2. , b Q-w o- .5m|x 3.6m
peers ee ' j YY Outlet pipe from , .
ld Oran ( tee A NAY ic Basin tt 4. SITE PERSPECTIVE 01
Ae, Shae / j SCALE
Invert Level 5. a T_ + ener ea YL | EySheeRspaahns .
EXSTING STE i me = Gully Fit 5.0 LED . = a ny = PATH enSlass ou . ato8
TREESTO bear. ae bee 8 a KOLO to road - RL 5.25
PRACTICAL WLS” CONCRETECROSSOVER “RZ-7 72 sg
—= IL 4.8 / Existing Gully Pit in
oso ipa Geeta — DOONELLA STREET Outlet from Detention Doonella St - IL 3.0
— Tank - IL 3.9 - 300mm dia
r |
|
DETAILED SITE PLAN Drainage from basement area (floor level RL 4.6)

 

 

 

SITE PERSPECTIVE 02
SCALE

‘THS DRAWN 5 HDT TO EE USED OR OSTRUCTIN |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DEVELOPMENT SUMMARY

GROSS FLOOR AREA BREA

GROUND FLOOR

6x2 BEOROOM UNIT TYPE A BoP

(8a? EACH)

1x 2 BECROOM UNMT TYPE B Rm

‘x 1 BEOROOM UNIT An
‘CIRCULATION 107 ni
GROUND FLOOR STARWELL 10m

LEVEL 01

‘6x 2 BEOROOM UNIT TYPE A ert
(7s? EACH)

1x 2 BECROOM UNIT TYPE B Ret

‘1x 2 BEDROOM UNIT TYPE C Te nF
CIRCULATION 100 re
TOTAL GFA AST mt
POPULATION DENSITY 14522 PERSONSHa
BUILDING COMPONENT AREA STE%
OVERALL SITE 25hanF | ~
BUILDING GFA (PLOTRANO) | 1.437 56%
FLOOR PLATE (STE COVER) 8HnF 33%
PRIVATE OPEN SPACE 3S8eF 14%
COMMUNAL OPEN SPACE 6130" 2h
LANDSCAPNG 266c? 11%

 

 

 

 

 

 

CARPARKS PROVDEO. 25 (4 VISITOR PARKS)

 

LOCAL AUTHORITY:
NOOSA COUNCIL

 

DA ISSUE

 

CLIENT:
SERINA PTY LTD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

INTER PTY LTO

PROJECT

APARTMENT DESIGN

30-32 DOONELA STREET TEWANTIN
Reisen [Issa Deis Issad | tee
A___|ORAFT at [2508.15
8 |AMENOMENTS T___ [1005.15
Ic [OAISSUE MT [2406.15
[D_|ANENDWENTS ur [2806.15
Dam: ut

Creche MT

COVER SHEET & SITE PLAN
SCALE As indeed

eA REV:

0000-A-00-01